|
Report_Id: 231301 Est NO 0012 |
Date:01/08/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 231301 | Estimate Number | 0012 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04320) Farmer, Thomas E | ||||||
| Contractor | RAME CONTRACTING LLC | ADDR SN 1 VC Code KY0036496 | |||||
| 651 CO-OP DRIVE | |||||||
| PO BOX 293 | |||||||
| SPRINGFIELD , KY , 40069 | |||||||
| Pay Period | 12/02/2023 TO 12/15/2023 | ||||||
| Date Approved | 12/26/2023 | ||||||
| Primary Proj Number | DE07800492301 | ||||||
| Project No. | STP 5116 (032) | ||||||
| Primary County | MARION | ||||||
| Name of Road | LORETTO ROAD (KY49) | ||||||
| Description | SPOT IMPROVEMENTS ALONG KY 49 FROM MP 20.900 TO MP 21.830 | ||||||
| Date Let | 02/23/2023 | Formal Acceptance | |||||
| Date Awarded | 03/06/2023 | Date Work Began | 06/01/2023 | ||||
| Date Contract Executed | 03/29/2023 | Open To Traffic | |||||
| Date NTP Issued | 03/29/2023 | Actual Completion Date | |||||
| Current Contract Amount | $4,800,496.01 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,800,496.01 |
Total Earnings | $1,415,337.40 |
$1,194,289.00 |
$221,048.40 |
|
| Percent Complete | 29.48 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $3,385,158.61 |
Gross Earnings | $1,415,337.40 |
$1,194,289.00 |
$221,048.40 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,415,337.40 |
$1,194,289.00 |
$221,048.40 |
|||
| Contract Id | 231301 | Change Order Summary |
County | MARION | ||||||
| Estimate Nbr | 0012 | Project Number | STP 5116 (032) | |||||||
| Contractor | RAME CONTRACTING LLC | Period | 12/02/2023 TO 12/15/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 231301 | COMMONWEALTH OF KENTUCKY |
County | MARION | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE07800492301 | ||||||
| Estimate Nbr | 0012 | Period | 12/02/2023 TO 12/15/2023 | |||||||
| Contractor | RAME CONTRACTING LLC | |||||||||
| Project | DE07800492301 | Fed/State Project Number | STP 5116 (032) | Category | ||||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| Project | DE07800492301 | Fed/State Project Number | STP 5116 (032) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 11,408.70 | 11,408.700 | 25.310 | 221.420 | 246.730 | 40.00 | 1,012.40 | 9,869.20 | |
| 0010 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 18,628.00 | 18,628.000 | 0.000 | 0.000 | 5.85 | 0.00 | |||
| 0015 | TRAFFIC BOUND BASE | 00020 | TON | 300.00 | 300.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 137.00 | 137.000 | 0.000 | 0.000 | 138.98 | 0.00 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 16.00 | 16.000 | 0.000 | 0.000 | 2,039.43 | 0.00 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 9,706.90 | 9,706.900 | 0.000 | 0.000 | 89.69 | 0.00 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,940.60 | 1,940.600 | 0.000 | 0.000 | 108.25 | 0.00 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 25.00 | 25.000 | 0.000 | 0.000 | 798.97 | 0.00 | |||
| 0045 | ASPHALT CURING SEAL | 00358 | TON | 37.00 | 37.000 | 0.000 | 0.000 | 860.83 | 0.00 | |||
| 0050 | CEMENT | 02542 | TON | 367.00 | 367.000 | 0.000 | 0.000 | 254.64 | 0.00 | |||
| 0055 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1.30 | 1.300 | 0.000 | 0.000 | 103.10 | 0.00 | |||
| 0060 | SAND FOR BLOTTER | 02702 | TON | 47.00 | 47.000 | 0.000 | 0.000 | 46.39 | 0.00 | |||
| 0065 | JOINT ADHESIVE | 20071EC | LF | 5,499.00 | 5,499.000 | 0.000 | 0.000 | 1.54 | 0.00 | |||
| Project | DE07800492301 | Fed/State Project Number | STP 5116 (032) | Category | 0002 ROADWAY | |||||||
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 8,054.00 | 8,054.000 | 293.010 | 293.010 | 35.00 | 10,255.35 | |||
| 0075 | PERFORATED PIPE-4 IN | 01000 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 17.50 | 0.00 | |||
| 0080 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 32.00 | 32.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0085 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0090 | BARRIER HEADER CURB | 01880 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0095 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0100 | TEMP DITCH | 02159 | LF | 2,668.00 | 2,668.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0105 | CLEAN TEMP DITCH | 02160 | LF | 1,334.00 | 1,334.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0110 | GRANULAR EMBANKMENT | 02223 | CUYD | 50.00 | 50.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0115 | EMBANKMENT IN PLACE | 02230 | CUYD | 42,647.00 | 42,647.000 | 4,764.000 | 14,316.000 | 19,080.000 | 18.50 | 88,134.00 | 352,980.00 | |
| 0120 | WATER | 02242 | MGAL | 2,020.00 | 2,020.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0125 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 154.65 | 0.00 | |||
| 0130 | WITNESS POST | 02432 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 92.79 | 0.00 | |||
| 0135 | CHANNEL LINING CLASS II | 02483 | TON | 1,830.00 | 1,830.000 | 22.280 | 1,503.820 | 1,526.100 | 50.00 | 1,114.00 | 76,305.00 | |
| 0140 | CHANNEL LINING CLASS III | 02484 | TON | 2,647.00 | 2,647.000 | 248.460 | 2,060.520 | 2,308.980 | 60.00 | 14,907.60 | 138,538.80 | |
| 0145 | CLEARING AND GRUBBING - 20.976 ACRES | 02545 | LS | 1.00 | 1.000 | 0.200 | 0.750 | 0.950 | 15,000.00 | 3,000.00 | 14,250.00 | |
| 0150 | TEMPORARY SIGNS | 02562 | SQFT | 405.00 | 405.000 | 137.000 | 137.000 | 5.16 | 706.92 | |||
| 0155 | EDGE KEY | 02585 | LF | 75.00 | 75.000 | 0.000 | 0.000 | 103.09 | 0.00 | |||
| 0160 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 7,564.00 | 7,564.000 | 250.000 | 2,985.380 | 3,235.380 | 3.00 | 750.00 | 9,706.14 | |
| 0165 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 3,355.00 | 3,355.000 | 660.200 | 256.160 | 916.360 | 2.00 | 1,320.40 | 1,832.72 | |
| 0170 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.050 | 0.150 | 60,000.00 | 6,000.00 | 9,000.00 | |
| 0175 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0180 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,577.34 | 0.00 | |||
| 0185 | SAFELOADING | 02690 | CUYD | 5.10 | 5.100 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0190 | TEMP SILT FENCE | 02701 | LF | 2,668.00 | 2,668.000 | 4,465.000 | 4,465.000 | 4.00 | 17,860.00 | |||
| 0195 | SILT TRAP TYPE A | 02703 | EACH | 21.00 | 21.000 | 1.000 | 4.000 | 5.000 | 250.00 | 250.00 | 1,250.00 | |
| 0200 | SILT TRAP TYPE B | 02704 | EACH | 21.00 | 21.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
| 0205 | SILT TRAP TYPE C | 02705 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0210 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0215 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0220 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0225 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.200 | 0.050 | 0.250 | 45,000.00 | 9,000.00 | 11,250.00 | |
| 0230 | REMOVE STRUCTURE 5 STRUCTURES | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0235 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,300.00 | 0.00 | |||
| 0240 | EROSION CONTROL BLANKET | 05950 | SQYD | 4,481.00 | 4,481.000 | 0.000 | 0.000 | 2.16 | 0.00 | |||
| 0245 | TEMP MULCH | 05952 | SQYD | 67,682.00 | 67,682.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0250 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 50,762.00 | 50,762.000 | 14,362.663 | 14,362.663 | 0.32 | 4,596.05 | |||
| 0255 | INITIAL FERTILIZER | 05963 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,340.22 | 0.00 | |||
| 0260 | MAINTENANCE FERTILIZER | 05964 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 1,340.22 | 0.00 | |||
| 0265 | SEEDING AND PROTECTION | 05985 | SQYD | 79,249.00 | 79,249.000 | 1,388.880 | 1,388.880 | 0.42 | 583.32 | |||
| 0270 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 1,987.00 | 1,987.000 | 0.000 | 0.000 | 0.28 | 0.00 | |||
| 0275 | SODDING | 05990 | SQYD | 200.00 | 200.000 | 0.000 | 0.000 | 8.24 | 0.00 | |||
| 0280 | AGRICULTURAL LIMESTONE | 05992 | TON | 49.00 | 49.000 | 0.000 | 0.000 | 128.87 | 0.00 | |||
| 0285 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 45,578.00 | 45,578.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0290 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 10,825.00 | 10,825.000 | 0.000 | 0.000 | 1.34 | 0.00 | |||
| 0295 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 10,890.00 | 10,890.000 | 0.000 | 0.000 | 1.34 | 0.00 | |||
| 0300 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 54.00 | 54.000 | 0.000 | 0.000 | 16.50 | 0.00 | |||
| 0305 | FUEL ADJUSTMENT | 10020NS | DOLL | 26,177.00 | 26,177.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0310 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 28,060.00 | 28,060.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0315 | CLAY SOIL CAP | 20315ED | CUYD | 111.00 | 111.000 | 111.000 | 111.000 | 30.00 | 3,330.00 | |||
| 0320 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 10,440.00 | 10,440.000 | 0.000 | 0.000 | 0.67 | 0.00 | |||
| 0325 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 20.00 | 20.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0330 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 1,348.00 | 1,348.000 | 0.000 | 0.000 | 5.16 | 0.00 | |||
| 0335 | PIPELINE INSPECTION | 24814EC | LF | 678.00 | 678.000 | 0.000 | 0.000 | 3.07 | 0.00 | |||
| 0340 | REGRADE SLOPE | 24906ED | SQYD | 347.00 | 347.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | DE07800492301 | Fed/State Project Number | STP 5116 (032) | Category | 0003 DRAINAGE | |||||||
| 0345 | ENTRANCE PIPE-15 IN | 00440 | LF | 202.00 | 202.000 | 114.000 | 0.000 | 114.000 | 100.00 | 11,400.00 | 11,400.00 | |
| 0350 | ENTRANCE PIPE-18 IN | 00441 | LF | 84.00 | 84.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0355 | ENTRANCE PIPE-24 IN | 00443 | LF | 42.00 | 42.000 | 42.000 | 0.000 | 42.000 | 135.00 | 5,670.00 | 5,670.00 | |
| 0360 | ENTRANCE PIPE-30 IN | 00445 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
| 0365 | CULVERT PIPE-18 IN | 00462 | LF | 271.00 | 271.000 | 129.000 | 0.000 | 129.000 | 160.00 | 20,640.00 | 20,640.00 | |
| 0370 | CULVERT PIPE-24 IN | 00464 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0375 | CULVERT PIPE-30 IN | 00466 | LF | 75.00 | 75.000 | 75.000 | 75.000 | 180.00 | 13,500.00 | |||
| 0380 | CULVERT PIPE-36 IN | 00468 | LF | 76.00 | 76.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0385 | CULVERT PIPE-24 IN EQUIV | 00492 | LF | 67.00 | 67.000 | 67.000 | 0.000 | 67.000 | 250.00 | 16,750.00 | 16,750.00 | |
| 0390 | CULVERT PIPE-30 IN EQUIV | 00494 | LF | 132.00 | 132.000 | 68.000 | 64.000 | 132.000 | 200.00 | 13,600.00 | 26,400.00 | |
| 0395 | CULVERT PIPE-36 IN EQUIV | 00496 | LF | 82.00 | 82.000 | 82.000 | 0.000 | 82.000 | 250.00 | 20,500.00 | 20,500.00 | |
| 0400 | STORM SEWER PIPE-36 IN | 00528 | LF | 87.00 | 87.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0405 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 4,645.00 | 0.00 | |||
| 0410 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,700.00 | 0.00 | |||
| 0415 | PIPE CULVERT HEADWALL-24 IN EQUIV | 01209 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0420 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 7,700.00 | 0.00 | |||
| 0425 | PIPE CULVERT HEADWALL-30 IN EQUIV | 01211 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 6,550.00 | 0.00 | |||
| 0430 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0435 | PIPE CULVERT HEADWALL-36 IN EQUIV | 01213 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 9,050.00 | 0.00 | |||
| 0440 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 13,000.00 | 0.00 | |||
| 0445 | SPRING BOX INLET TYPE B | 01670 | EACH | 2.00 | 2.000 | 1.000 | 0.000 | 1.000 | 7,000.00 | 7,000.00 | 7,000.00 | |
| Project | DE07800492301 | Fed/State Project Number | STP 5116 (032) | Category | 0004 BRIDGE - 078B00095N - #27734 OVER CISSELS CREEK | |||||||
| 0450 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 67.01 | 0.00 | |||
| 0455 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 32.00 | 32.000 | 32.000 | 32.000 | 92.79 | 2,969.28 | |||
| 0460 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 33.00 | 33.000 | 26.940 | 26.940 | 139.17 | 3,749.23 | |||
| 0465 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,773.39 | 25,773.39 | |||
| 0470 | CONCRETE-CLASS A | 08100 | CUYD | 81.30 | 81.300 | 75.300 | 75.300 | 1,152.59 | 86,790.02 | |||
| 0475 | CONCRETE-CLASS AA | 08104 | CUYD | 31.90 | 31.900 | 31.900 | 31.900 | 3,006.21 | 95,898.09 | |||
| 0480 | STEEL REINFORCEMENT | 08150 | LB | 6,446.00 | 6,446.000 | 6,446.000 | 6,446.000 | 2.11 | 13,601.06 | |||
| 0485 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 10,319.00 | 10,319.000 | 10,319.000 | 10,319.000 | 2.17 | 22,392.23 | |||
| 0490 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 57.00 | 57.000 | 57.000 | 57.000 | 300.00 | 17,100.00 | |||
| 0495 | CONCRETE SEALING | 23378EC | SQFT | 1,329.00 | 1,329.000 | 0.000 | 0.000 | 2.31 | 0.00 | |||
| Project | DE07800492301 | Fed/State Project Number | STP 5116 (032) | Category | 0005 BRIDGE - CULVERT #27735 OVER UNNAMED CREEK | |||||||
| 0500 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 19.00 | 19.000 | 19.000 | 19.000 | 206.19 | 3,917.61 | |||
| 0505 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,464.03 | 15,464.03 | |||
| 0510 | CONCRETE-CLASS A | 08100 | CUYD | 98.40 | 98.400 | 92.400 | 92.400 | 1,134.03 | 104,784.37 | |||
| 0515 | STEEL REINFORCEMENT | 08150 | LB | 8,105.00 | 8,105.000 | 7,609.000 | 7,609.000 | 2.06 | 15,674.54 | |||
| Project | DE07800492301 | Fed/State Project Number | STP 5116 (032) | Category | 0006 DEMOBILIZATION / MOBILIZATION | |||||||
| 0520 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 222,800.00 | 222,800.00 | |||
| 0525 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 66,850.00 | 0.00 | |||
| SUBTOT | $221,048.40 |
$1,415,337.38 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||